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HomeMy WebLinkAbout038-1070-80-100 (2) - CC6112aIq- 072 Wis.Dept.of Safety ..• y• SOIL EVALUATION REPORT Page I of 3 Division of S. \ l ii: �• � Z 171 'Silt P. • in a ••rdance with SPS 385,Wis. Adm. Code ((�� County Attach comp-le site p 4 r#D�e�M1t less tha. 8 1/2 x 11 inches in size.Plan must CRO I 00 include,but •t limiteellb`'vertical and honzonta reVrence p. L BMA •irec1 ii a P�I.D. percent slope scale or dimensipt tallirth�pw and locatio .:nd .:. r t road. 3$—1 b10 — 80 - cro‘om StpjpY6 . all information. u A /f Reviewed by / / / Date Personal inforrna a. .. •rovide may be used for secondary purposes(Privacy Law.s. 15.04(1)(m)). t ii..f�- / I 7/ 1 Z� Property Owner Property Location rTV117 GGKCG��111 QP0GER CRPly RE RR'{ .a NC- Govt.Lot sJ1/4NE1/4 S 11 T 3I N R 18 E(ore Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# N 375q CR t3Er c ( - 1 Za- 610 CSC City State Zip Code Phone Number 0 City ['Village Ilrown Nearest Road fcu. L44E I wtISyg7I I ( ) STAR P 'P)R%)= 1 95 T+4 5T II New Construction Use:® Residential/Number of bedrooms 3 Code derived design flow rate 4.SQ GPD ❑Replacement ❑ Public or commercial-De cribe: Parent material ,--Wt,,. / .,,„"/ L- M '7 Flood Plain elevation if applicable c )VVWx ft. General comments //J7 S and recommendations: a Boring# Boring • pit Ground surface elev. 101•9.5 ft. Depth to limiting factor 3f) in. • Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPDRt ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 I (" 8 Io.R2/7. — S► 2.rnsbK m 1 C3 3co , G /. U Z 8. 23 loyr 9It r 5I 2rrs6K re, ) CS — .` IrO , 3 23-3o SIR` lkt _f 2d 2.59R418 SC a irn pt My-; CS - O • 2. '"1 A. -3L Ivya410 4-z8 z.S\/R4/e 5I 2w,3INK rv,tic; - - • 6 IrO Z Boring# Boringmit ® Pit Ground surface elev. 100455 S ft. Depth to limiting factor 3 4!) in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ;onsistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 0 -I6 16/R3h. Si I arA S5K rr C S 3Co •(o .S 2 1(. -36 foyrrYlt .- , 5., 1 2r%613K nnl C5 — . ( ,R 3 34.-ti'o lbyrZ518 N- p Io.Rs11 CI Zpf.3 K M-Pc • C.I • G. •Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L •Effluent#2=BOD •<30 mg/L and TSS <30 mg&L . CST Name(Please Print) ElionatureCST Number Gor,I Spav,e 1 -Zcu , r 7 Address Date Evaluation Conducted Telephone Number I25 14',c1eahS4- ascco\ c, ws dL+©ZG 5I111 A 7/5 - yyb-5-) 96 SBD-8330(RI 1/1 I) • Property OwneE ,e lRAfui5 RRY r C Parcel ID#38 ' 10 70 - SO - 000 Page L of Boring# • Elr Boring p . 3 ® pit Ground surface elev. 7 7.S ft. Depth to limiting factor l I in. - .. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr. Sz.Sh. •Eff#1 :ff#2 6 -7 IoyR )/z S./ Z. mob ' I n5 360 . 6' . d 2 7•41f 10.r12 4JZ 5._/ z rNSbK tA ( CS . (o .8 3 yi--ii• syR 6114 f Z d z svtzth sI l f,5_ +c n, v P, . 'r . 7 Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft ' in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 '`_ff#2 ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Appiption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 •Effluent#1 =BOD 5>30<220 mg/L and TSS>30 <150 mg/L 'Effluent#2=BOD 5<30 mg/L and TSS <30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. siiimm,Rn.n, Y 03 d AL c, � a a0 a tog Fh 11 -- U 4. cJ L v n � r V ii a M 5 4 Q J 0 - .c.% Q P^ a- 4 7 I") .__ rlt,,,itc 4 ,.. I ~'� o �. T Eg s , , l-�a, ,; di li .4T —)1 ��� / - w 14 AAD in1 a v 1 w — 0 ,1 `'• cC 3 v 0 z a a .0 oLa 0 I 3 � II 01 a Z i g s CO v o v r Ft° �- �� cc oC , 89 c S S ; N ,-7 1_01 'V 1